Dual extremum principles in finite deformation theory with applications to post-buckling analysis of extended nonlinear beam model

Applied Mechanics Reviews

Volumn 50, Issue 11, 1997, Pages S64-S71

  Gao, David Yang ^a  

^a VIRGINIA POLYTECHNIC INSTITUTE AND STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; BIFURCATION (MATHEMATICS); BUCKLING; FUNCTIONS; MATHEMATICAL MODELS; PHASE TRANSITIONS; SHEAR DEFORMATION; THEOREM PROVING; VARIATIONAL TECHNIQUES;

DOUBLE WELL ENERGY; DUAL EXTREMUM PRINCIPLES; EXTENDED NONLINEAR BEAM MODEL; FINITE DEFORMATION THEORY; GAO STRANG GAP FUNCTION; GENERALIZED HELLENGER REISSNER'S ENERGY; POST BUCKLING ANALYSIS; UNILATERAL BUCKLING STATE;

STRUCTURAL ANALYSIS;

EID: 0031275125     PISSN: 00036900     EISSN: None     Source Type: Journal    
DOI: 10.1115/1.3101852     Document Type: Article

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